CN203188250U - Basement exterior wall post-cast strip construction structure - Google Patents
Basement exterior wall post-cast strip construction structure Download PDFInfo
- Publication number
- CN203188250U CN203188250U CN 201320217142 CN201320217142U CN203188250U CN 203188250 U CN203188250 U CN 203188250U CN 201320217142 CN201320217142 CN 201320217142 CN 201320217142 U CN201320217142 U CN 201320217142U CN 203188250 U CN203188250 U CN 203188250U
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- China
- Prior art keywords
- wall
- basement
- ater
- precast block
- casting
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Abstract
The utility model discloses a basement exterior wall post-cast strip construction structure. A steel plate water-stopping belt is arranged on a basement exterior wall and close to a post-cast strip, and a concrete precast block wall body is built on the outer side, corresponding to the post-cast strip, of the basement exterior wall. A concave corner and a convex corner of the joints of the left side and the right side of the concrete precast block wall body and the basement exterior wall are painted to be in an arc shape through mortar. According to the basement exterior wall post-cast strip construction structure, the concrete precast block wall body is used, the technology is convenient, and construction quality is guaranteed.
Description
Technical field
The utility model relates to a kind of outer wall of basement ater-casting constructing structure.
Background technology
At present, the leading sealing method of the general employing of outer wall of basement ater-casting construction, namely when basic raft plate was constructed, the ater-casting corresponding increase arrangement of reinforcement in zone and perpendicular rubber seal plate were constructed simultaneously with structural shear wall.
Owing to there is additional bar to make, acquire a certain degree of difficulty, rubber seal plate fixed cost height, amount of concrete increases, and operation is many, and is also influential on the time, is exactly to water when smashing concrete to explode mould in addition.
The utility model content
Technical problem to be solved in the utility model just provides a kind of outer wall of basement ater-casting constructing structure, simplifies working procedure, shortens the engineering time, improves construction quality.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: a kind of outer wall of basement ater-casting constructing structure, outer wall of basement is provided with the steel plate water-stopping band in abutting connection with the ater-casting side, it is characterized in that: position, corresponding ater-casting, the outer wall of basement outside has been built the concrete precast block body of wall by laying bricks or stones, and circular arc type whitewashes into mortar in the place, negative and positive angle that the described concrete precast block body of wall left and right sides is connected with outer wall of basement.
Preferably, described outer wall of basement thickness is 350mm, and described ater-casting width is 800mm.
Preferably, described concrete precast block body of wall width is 1400mm, and described concrete precast block thickness of wall body is 8mm.
Preferably, described concrete precast block is built by the C40 concrete, and described concrete precast block length and width high standard is 1.4m * 0.15m * 0.15m and 0.69m * 0.15m * 0.15m.
Preferably, the radius of place, described negative and positive angle circular arc type is 150mm.
The utility model outer wall of basement ater-casting constructing structure adopts the concrete precast block body of wall, and technology is convenient, and construction quality also is guaranteed.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further described:
Fig. 1 is outer wall of basement ater-casting constructing structure schematic diagram.
The specific embodiment
Specify outer wall of basement ater-casting constructing structure below in conjunction with Fig. 1,3 sides are provided with steel plate water-stopping band 2 to outer wall of basement 1 in abutting connection with the ater-casting, 3 positions, corresponding ater-casting, outer wall of basement 1 outside have been built concrete precast block body of wall 4 by laying bricks or stones, and circular arc type whitewashes into mortar in the place, negative and positive angle that the described concrete precast block body of wall left and right sides is connected with outer wall of basement.
Wherein, outer wall of basement thickness is 350mm, and described ater-casting width is 800mm.Described concrete precast block body of wall width is 1400mm, and described concrete precast block thickness of wall body is 8mm.Concrete precast block is built by the C40 concrete, and described concrete precast block length and width high standard is 1.4m * 0.15m * 0.15m and 0.69m * 0.15m * 0.15m.The radius of place, described negative and positive angle circular arc type is 150mm.
This outer wall of basement post-pouring zone construction process comprises the steps:
1) makes the concrete precast block mould;
2) utilize described concrete precast block Mold Making concrete precast block;
3) build the concrete precast block body of wall by laying bricks or stones in position, outer wall of basement ater-casting;
4) external wall waterproof coiled material construction;
5) backfill.
Claims (5)
1. outer wall of basement ater-casting constructing structure, outer wall of basement is provided with the steel plate water-stopping band in abutting connection with the ater-casting side, it is characterized in that: position, corresponding ater-casting, the outer wall of basement outside has been built the concrete precast block body of wall by laying bricks or stones, and circular arc type whitewashes into mortar in the place, negative and positive angle that the described concrete precast block body of wall left and right sides is connected with outer wall of basement.
2. a kind of outer wall of basement according to claim 1 ater-casting constructing structure, it is characterized in that: described outer wall of basement thickness is 350mm, described ater-casting width is 800mm.
3. a kind of outer wall of basement according to claim 2 ater-casting constructing structure, it is characterized in that: described concrete precast block body of wall width is 1400mm, and described concrete precast block thickness of wall body is 8mm.
4. a kind of outer wall of basement according to claim 3 ater-casting constructing structure, it is characterized in that: concrete precast block is built by the C40 concrete, and described concrete precast block length and width high standard is 1.4m * 0.15m * 0.15m and 0.69m * 0.15m * 0.15m.
5. a kind of outer wall of basement according to claim 4 ater-casting constructing structure, it is characterized in that: the radius of place, described negative and positive angle circular arc type is 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320217142 CN203188250U (en) | 2013-04-25 | 2013-04-25 | Basement exterior wall post-cast strip construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320217142 CN203188250U (en) | 2013-04-25 | 2013-04-25 | Basement exterior wall post-cast strip construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203188250U true CN203188250U (en) | 2013-09-11 |
Family
ID=49105119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320217142 Expired - Fee Related CN203188250U (en) | 2013-04-25 | 2013-04-25 | Basement exterior wall post-cast strip construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203188250U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266630A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction structure |
| CN105484260A (en) * | 2014-10-13 | 2016-04-13 | 湖南征驰工程技术咨询有限公司 | Design and construction method for resisting crack, preventing seepage and stopping floating for large-area basement structure bodies |
| CN107152037A (en) * | 2017-06-20 | 2017-09-12 | 中冶建工集团有限公司 | Poured band of outer wall of basement construction method |
-
2013
- 2013-04-25 CN CN 201320217142 patent/CN203188250U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266630A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction structure |
| CN105484260A (en) * | 2014-10-13 | 2016-04-13 | 湖南征驰工程技术咨询有限公司 | Design and construction method for resisting crack, preventing seepage and stopping floating for large-area basement structure bodies |
| CN107152037A (en) * | 2017-06-20 | 2017-09-12 | 中冶建工集团有限公司 | Poured band of outer wall of basement construction method |
| CN107152037B (en) * | 2017-06-20 | 2019-02-05 | 中冶建工集团有限公司 | Poured band of outer wall of basement construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20160926 Granted publication date: 20130911 |
|
| RINS | Preservation of patent right or utility model and its discharge | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20170326 Granted publication date: 20130911 |
|
| PD01 | Discharge of preservation of patent | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130911 Termination date: 20210425 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |